1988-8021 G (Plans) WORK TO BE DONE GENERAL NOTES:
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE P7L PIL r SusDIVlsIlnl BCU ENC,IVr 4cv 1.
APPROVAL OF THIS GRAD PLAN DOES NOT CONSTITUTE
ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT
OF
ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL VA 17 ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY
ROAD
PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND 20 , SARTA s DAVE f PURPOSES.
STANDARD REFERENCE DRAWINGS.
10' 10' 1 i' B z 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO
FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT
DESCRIPTION LEGEND 19 N
S TD.DW ! v SITE PLANS WHEREAPPLICABLE. FINAL CURB GRADE EL EVA TIONS
1' I MAY REQUIRE CHANGES IN THESE PLANS.
CDT BANK (SIN'S AS NOTED) ........................... ySL�1 _ y 13 - � � 3. IMPORT MATER /AL SHALL
BE OBTAINED FROM A LEGAL
� fN11�Nt ..- • 4iEtT tuwacE 20 W p SITE.
FILL BANK (SLOPE AS NOTED ) ..........................
4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT
PROPERTY BOUNDARY .... ............................... —_ STRUCTURAL BECTON PER \ a 3 21 PERMIT FROM THE CITY
ENGINEER WILL BE
GENERAL NOTq •E Of THE 32 12 m �► REQU /RED FOR ANY WORK IN THE CI T RIGHT -OF -WAY.
FINISHED GRADE CONTOURS . ............................ MPROVBw T PLANT Z SAN APE COUNTY 5. ALL SLOPES OVER
3 FEET IN HEIGHT WILL BE PLANTED IN
O
FINISHED GRADE ELEVATION ............................ 134.00 M 22 ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS.
ANCHESTER AVENUE - TYPICAL CORE SECTION II
6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
LOT NUMBER ........... ..........................:.... (D NO SCALE Q VICINITY MAP LOCATION OF ALL UTILITIES BEFORE
COMMENCING WORK.
p u^ NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE
1O
1 PAD ELEVATION ........ ............................... 134S O 8 SCALE FOLLOWING AGENCIES.
I SAN DIEGO GAS & ELECTRIC - '235 -6323
EXISTING GROUND CONTOUR .......................i. 150- -- p� P/L PACIFIC TELEPHONE 293? -0595
_ I CATV.
STORM DRAIN ....... .. ................................ —_ - - -- 40' NNA C SEWER. SANITATION 694 -3273
8 7 24 WATER OUVENNAIN MUNICIPAL WATER DISTRICT 753 -6466
TYPE 'A' CURB INLET .. ................. D -1........... n Si• b
5 7. A SO /LS REPORT MAY BE REQUIRED PRIOR TO THE `
TYPE 'B' CURB INLET ........ :. ......... D-2 .......... . r°� I]RIYAli DRIV= -
ISSUANCE OF A BUILDING PERMIT.
i
C/L , APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC
- 2' 3' lf' 16 2S EROSION CONTROL NOTES 8. WORKS DOES NOT AUTHORIZE ANY WORK OR GRADING
TYPE C CURB INLET ....... ............D -3...........___ 4 111 A. EMERGENCY EROSION CONTROL MEASURES SHALL
BE PROVIDED TO TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER
CLIANOUT TYPE ' A' ..... .. ..............D - 9........... — - -- w 1' 1 1' 32 CONTROL SOILS MOVEMENT SATISFACTORY
TO THE DEPARTMENT OF MISSION HAS BEEN OBTAINED AND A VALID GRADING
3 PUBLIC WORKS IN THE EVENT THE SITE IS EXPOSED TO EROSION PERMIT HAS BEEN ISSUED.
CORE OUTLET TYPE 'A! �I 28 2f DURING THE PERIOD BETWEEN OCTOBER 1 AND MARCH 31. EROSION
. .................D-25.......... � ,r.96.- 9. THE CITY ENGINEER APPROVAL OF THESE
SLOPE AS so ^ CONTROL MEASURES SHALL INCLUDE BUT NOT BE LIMITED ?0, SLOPE
4
PRECAST CLlANOUT BOX 18 X18 — -- SNOWNON 1 FINISNSO � S�IIATACR _ y 26 PROTECTION, INSTALLATION O! JUTE
MATTING OR APPROVED PLANS DOES NOT CONSTITUTE C/ TY BUILDING OFFICIAL
s •0•••••••••••••••••••••• - - -- PLAN ��"' J APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE
"' . EQUIVALENT, DESILTING BASINS, ENERGY DISSIPATERS, SILT PLACED ON THE AREA COVERED BY
THESE PLANS. NO
COMCAETE DITCH......................... $ L - CALE:I ZOO 1 CONTROL SAND BAGGING AND STORM DRAINS. WAIVER Of THE
GRADING ORDINANCE REQUIREMENTS
B. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO CONCERNING MINIMUM COVER OVER EXPANSIVE
SOILS IS
RETAINING WALL .......................... C -2 ... , . , L371ITS or ET STRE CORE LEGEND PREVENT WATER FROM FLOWING PROM
THE PAD UNTIL THE STREETS MADE OR IMPLIED (SECTIONS87.403 & 87.410). ANY SUCH
O 31 27 AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM TtlR PADS WAIVER MUST BE OBTAINED FROM
THE DIRECTOR OF DPL
RIP -RAP ............. .,.,.....,...................... 3
IUDICATBS S89ZT NUMBER WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO 10.ALL OPERATIONS CONDUCTED
ON THE PREMISES,
SANDBAGS, EROSION PREY RMTION ........................ o000o SIENNA CANYON DRIVE - TYPICAL CORE SEC 2 THE SATISFACTION OF TUB DEPARTMENT
OF PUBLIC WORKS THAT WILL INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR-
-- _ - -- INDICATES LOT MUMBlR ALLOW WATER TO DRAIN PROM THE PAD WITHOUT CAUSING EROSION. TURE OR RUNNING OF
TRUCKS, EARTHMOVING EQUIPMENT,
DRAINAGE SWALES . j &s'"� 4� - . • • • • SO SCALE 26 CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
rU5i SUBDIVISION BOUNDARY C. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER GRADING EQUIPMENT
SHALL BE LIMITED TO THE PERIOD
O O
FROM FLOWING OVER THE CREST OF SLOPES.
B ti��� 10 ,y4( BETWEEN 7: 30A.MAND 5:30 P. M. EACH DAY, MONDAY
2 r tiQ N � ?S �' Lqy �ti THROUGH FRIDAY AND NO EARTHMOVING OR GRADING
D. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND OPERATIONS SHALL BE CONDUCTED ON THE PREMISES
ON
HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING
Rryp9'_2(_ ;' SUNDA YS OR HOL IDA YS.
aJ1 15T Q EXP TOPOGRAPHY.
4 , �a N� \� 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING
: q CIVIL E. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER TERRAIN TO PRODUCE
A CONTOURED TRANSITION FROM
SOIL REPORTS 8 T F O �FOQ 40 .(. THAN OCTOBER 1, ALL CUT AND FILL SLOPES SHALL BE STABILIZED CUT OR
FILL FACES TO NATURAL GROUND AND ABUTTING
WE HAVE REVIENED' THES RADINC' CLANS THAT THEY COMPLY PRIVATE DRIVE WITH A HYDROMULCH MIXTURE OF AN EQUAL TREATMENT
APPAOVBD BY CUT OR FILL SURFACES.
WITH THE RECOMMENDATIONS AS SPECIFIED IN OUR SOILS REPORTS DATED THE DEPARTMENT Of PUBLIC WORKS. BETWEEN OCTOBER
1, AND 12. NOTWITHSTANDING THE MIN /MUM STANDARDS SET FORTH
SEPTEMBER 21, 1987. j I 10' C /I ' 10' 3' 14 MARCH 31, APPROVED SLOPE PROTECTION MEASURES SHALL
PROCEED IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE
IMMEDIATELY BEHIND THS EXPOSURE Of CUT SLOPES AND /OR THE APPROVAL OF THESE GRADING PLANS, THE
PERMITTEE IS
SOILS REPORT GEOCON INCORPORATED CREATION OF EMBANKMENT SLOPES. RESPONSIBLE FOR THE PREVENTION OF DAMAGE
TO THE
__C l� 28 2i P. SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVAD BY THE ADJACENT PROPERTY. NO
PERSON SHALL EXCAVATE ON
BY: DATE: LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER
B At, A II �; �-- 2 DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS ANY ADJOINING PUBLIC
STREET, SIDEWALK, ALLEY, FUNC.
PINIG -MEP �TA�IE�T SURFACE jntI AS REQUIREDFBYtTHEDDEPARTMENT00 lEPUBLICIWORRSSXCTEElILOCATSON TION
Of ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER
•. DATE: C • //141{,4/ LI�tyJ, . IOZ, Ja r — r.. ,, INDEX KEY MAP PUBLIC OR PRIVATE PROPERTY
WITHOUT SUPPORTING AND
�N 0 . MIL —� L _J 1'S� �J PLANS AND DETAILS ON THE SAND BAGS SHALL B! SHOWN ON TUB PLANS. PROTECTING
SUCH PROPERTY FROM SETTLING, CRACKING,
IN
G. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SMALL EROSION, SILTING ,SCOUROROTHERDAMAGEWHICHMIGHT
BE INSTALLED TO THE SATISFACTION OF THE DEPARTMENT Of PUBLIC RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE
LIMITS OF STREET CORE COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR
WORSTS.
OWNER / PERMITTEE CORRECTION OF NON - DEDICATED IMPROVEMENTS WHICH
SIENNA CANYON LTD., A CALIFORNIA LIMITED PAXTMRRSUIP DECLARATION OF RESPONSIBLE CHARGE H. AT OR NEAR EVERY POINT
WHERE CONCENTRATED FLOW LEAVES THE DAMAGE ADJACENT PROPERTY.
12520 HIGH BLUFF DRIVE, SUITE 300 SIENNA CANYON COURT - TYPICAL CO RE SEC DEVELOPMENT, A DESILTING BASIN AND AN ENERGY
DISSIPATER MAY 13. SLOPE RATIOS:
SAN DIEGO, CA 92130 110 SCALE
I BERlSY DECLARE THAT I AM THE ENGINEER 0! WORK FOR THIS tROJECT, BE REQUIRED TO BE CONSTRUCTED TO REMOVE SILT PROM
TUB WATER CUT - 11 FOR MINOR SLOPES, 2.1 FOR MAJOR SLOPES
?RAT I RAVE EXERCISED RESPONSIBLE i, : CHARGE OVER THE DESIGN O! THE AND RELEASE THE WATER
AT A NON - EROSIVE VELOCITY.
TELEPHONE: (619) 461 -8500 PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND
FILL -2:1 Slopes Deviating From The Above Will Require
PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT I. THE DEVELOPER TO MAINTAIN THE PLANTINGS AND
EROSION CONTROL Approval Of The Director Of Public Woks After
STANDARDS. MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY TUB Review Of A Report From
A Soils Engineer.
LEGAL DESCRIPTION DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO RBMOV! ALL EXCAVATION 40,000 C.Y
FILL: 40,000 " C.Y.
I MSDnSTAWD THAT THE CHECK or PROJECT DRAWINGS AND SOIL INTERCEPTED BY THE SAND
BAGS, CATCH BASINS AND
THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOOTNWB#? OSARTBS SPECIFICATIONS BY THE CITY Of ENCINITAS IS CONFINED TO A REVIEW
DESILTING BASINS AND KEEP THESE FACILITIES CLEAN AND FRE! OF WASTE /IMPORT: -e C.Y. A Separate Permit Must
OF SECTION 24, TOWNSHIP 13 SOUTH, RANGE 4 WIST, SAM BERNARDINO ONLY AND DOES NOT RELIEVE ME, AS ENGINEER
OF WORK, OF MY Be Obtained For Waste Or Im port Area.
SILT AND SAND AS DIRECTED BY THE DEPARTMENT OF lOBLIC WORKS. p
MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RESPONSIBILITIES FOR PROJECT DESIGN. THE DEVELOPER
SHALL REPAIR ANY ERODED SLOPES A8 DIRRCTBD 8Y
ACCORDING TO UNITED S 14, SPECIAL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE
1881, AND TUB EASTERLY G
2 50.00 E
FEET SURVEY APPROVED APRIL 14, THE DEPARTMENT Of PUBLIC WORKS. DISCOVERED ON THE SITE OF THIS GRADING
DURING GRADING
LY 200 IRT OF THAT PORTION OF !Bi !AS? JP BNGINEERINC, INC.
HALF OF THE SOUTHEAST QUARTER OF TUB SOUTHWEST QUARTER IN SAID 8361 VICKERS STREET, SUITE 205 OPERATIONS,
SUCH OPERATIONS WILL,. CEASE IMMEDIATELY AND
SECTION 24, LYING NORTHERLY OF THE CENTER LIVE OF COUNTY ROAD SAN DIEGO, CA 92111 THE PERMITTEE WILL
NOTIFY THE DIRECTOR OF PUBLIC WORKS
SURVEY NO. 426, FILED IN THE OFFICE OF THE COUNTY SURVEYOR OF (619) 569 -7377 OF THE DISCOVERY
GRADING OPERATIONS WILL NOT RECOM
SAID COUNTY, ALL IN TUB COUNTY OF SAN DIEGO, STATE OF CALIFORNIA MENCE UNTIL THE PERMITTEE HAS RECEIVED
WRITTEN
BY: DATE: 7 - - AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO S0,
JORGE R. PA ACS IOSSACE 32031 15. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH
ZONE SOLAR NOTE
MY, REGISTRATION EXPIRES DECEMBER 31, 1988 TYPICAL SANDBAG NOTES _ SAN DIEGO COUNTY STANDARD DRAWINGS
DS -8, DS-
10, 101 -11 AND D -75.
RR -2 ALL LOTS WITHIN THIS SUBDIVISION RAVE A MINIMUM OF 100 SQUARE 1. GRADED STR!!TS - USE TUB SANDBAG INDICATED
BELOW:
FEET OF SOLAR ACCESS FOR EACH EXISTING AND /OR PROPOSED DWELLING (BASED ON USIGUT OF 3 SANDBAGS) 16.6RADING OUANTIT19B
SHOWN HEREON ARE /OR PERMIT
UNIT AS REQUIRED BY SECTION $1.40 (n) OF THE SUBDIVISION PURPOSES ONLY AND ARE NOT TO BE USED
FOR FINAL
SITE ADDRESS ORDINANCE. GRADE OF STREET INTERVAL PAY OUANTITISS.
NORTH SIDE OF MANCHESTER AVEWUS BETWEEN PACIFIC RANCU DRIVB AND �>�� QROFESSIO LSSS THAN 28 AS REQUIRED
9 N• PALq� F 20 TO 44 100 !!ET
TRABERT RANCH ROAD AS BUILT 4% TO lOt 50 FEET Z
MY REGISTRATION EXPIREB DECEMBER 31, 1186
V o� �o'm OVER 10• 25 FEET
W A
r No. 32031 Manor
* EXP. Iz - 91 -9t ♦ UATt 2. STORM DRAIN INLET - PROVIDE SANDBAG SILT BASIN OR TRAP TO
r J.H. PALACIOS RCE 3203 DATE PREVENT SBDIMBMT PROM BNTSRING DRA SYSTEM.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE �TgTf CIV CP ;\ JP ENGINEERING, IN C,
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF (619) 569 -7377 �9 R�FES3
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PSRSONS AND, X 47" N P( C1 F RFIIVATE CONTRACT
PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AMD NOT a o,
BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR A/W VA RIES ; $ N PERMITS DATE APPROVED
CITY Of ENCINITAS
SHALL DEFEND, INDEMNIFY AND MOLD THE OWNER AND ENGINEER UARMLlSS —+..{ I No• 3203 IA COASTAL PERMIT 6 -87 -57 7
-29 -88 ENGINIVEMMIS D EPAFffl M5NT SHEETS P
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CON S NSCTION WITH' S. + EXP.12-31 -k
(\
THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY SANDBAOS '/ REZONE PERMIT NO. N/A GRADING
PLANS FOR:
ARISING PROM THE SOLE NEGLIGENCE Of THE OWNER OA THE INGINUM. SANDSAaB S' 1 ' I \ S' �T9TF �F � � SPECIAL USE
PERMIT NO. P86 -043 11 -17 -86
CITY OF ENCINITAS ,
1 TENTATIVE MAP NO."0 i0
W � TRACT 4606 �
1�
COUNTY APPROVED CHANGES BENCH MARK
T > J� DoN CALIFORNIA COORDINATE INDEX 31'2 -1683
A 1L A wo. DaniPdoa
40 / — IQfi DESCRIPTION: OC -0035 1/2 "IRON PIPE SET IN CONC. MARKED AsMwd Engineer of
wwk'. r
NO
III GATE SV DESCRIPTION M B� BAT[ DESCRIPTION SECTION A -A At A Bul�.T PZ4AIS I�1AD fD BY STEEL POST L'TY
ENGINEER
LOCATION: FRAMNT• SAN LL1308 'KILKENN'IOR.ULYALONNMANCMENBRA h' 7H.PALACI09 N.C.E. 32031
ENS ME Of WOWK: FILE COOK : -' k JP ENGINEERINGIINC. 81"47 -13
� 1N FENCE LIIN: W K1 R• MA E W
J CIVIL •IGMIESAIWO.LANO PLA,ONMB.BWIVEVINO 94 -87 PLAN TYPICAL SANDBAG DETAIL RECORD FROM: COUNTY OF SA DIEG DATE VICKEM STREET,BINT
� C .
SSSt E SOS,SAN DIEOO.CA 92111 m peo vit 80
HO SCALE ELEVATION: �• 51L o ATUW: 08� � 65 Ast4ti • I Mmit No.
(. »► M. -Tan PREPARATION AND REVISION
FILE 1116.
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